SF 30 - Specifications Revision.pdf

PDF 393 KB Posted

Attached to
Pre-Cast Concrete Block Abutments Federal contract opportunity
Solicitation number
1240LP24Q0071
Issued by
Department of Agriculture Forest Service R2-Rocky Mountain Region

About this file

This document is a SF 30 - Amendment/Modification to a federal solicitation. The amendment is for Solicitation Number 1240LP24Q0071 for precast concrete bridge abutment modular blocks for a bridge project in the Shoshone National Forest. The key changes are: 1) Revising the block specifications from 10 shear-knobs to 6 shear-knobs, 2) Providing revised block schedule and CAD plot documents, 3) Requiring the SF30 amendment to be signed and submitted with proposals, and 4) Extending the proposal due date from 7/8/2024 to 7/10/2024. All other terms and conditions remain unchanged. The solicitation is being issued by the USDA Forest Service, Region 2 - Rocky Mountain Region.

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abutment blocks plot V5 20240703.pdf PDF
2024 block schedule Sheridan Creek V4 20240703.xlsx XLSX spreadsheet
Redi-Rock-Installation-Manual.pdf PDF
abutment blocks plot v4 20240618.pdf PDF
1240LP24Q0071 Pre Cast Concrete Block Abutments.pdf PDF

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(x)

1240LP24Q0071

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

40LP

OGDEN UT 84401-2310

324 25TH ST

USDA-FS CSA INTERMOUNTAIN 4

06/27/20240001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

06/27/2024

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Pre-Cast Concrete Blocks

P0001 - Amendment is to change specifications of 10¿ shear-knobs to 6 ¾¿ shear-knobs.

Revised block schedule and CAD plot: V4 and V5 respectively.

SF30 will be required to be signed and submitted with proposal. Responses due date has been extended to 7/10/2024.

All other terms and conditions remain unchanged.

LIST OF CHANGES:

Period Of Performance Start Date changed from 15-JUL-24 to 17-JUL-24

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

CURTIS R. LANDRETH

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

1240LP24Q0071/0001

Bids due date : 08-JUL-24 changed to 10-JUL-24

Copies : 0 changed to 1

Period of Performance: 07/17/2024 to 08/26/2024

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Item Redi-Rock Redi- Rock Dimensions Weight

Block

Designation Block Designation

Block Library

No.

Width

[inches] Depth

[inches] Height

[inches] [lbs] Quantity

28T Redi-Rock 28" Top R-Blocks - Limestone R-28T 46 28 18 1230 12

28HT

Redi-Rock 28" Top R-Blocks/Half (6 3/4" knobs) -

Limestone, zero batter R-28HT 23 28 18 570 4

Corner Blocks

Redi-Rock Middle C- Blocks (6 3/4" knobs)* - Limestone, zero batter F-ST 46 24 18 1370 16

60M Redi-Rock 60" Middle R-Blocks (6 3/4" knobs) -

Limestone, zero batter R-60M 46 60 18 3300 32

60B Redi-Rock 60" Bottom R-Blocks (6 3/4" knobs) -

Limestone, zero batter R-60B 46 60 18 3430 12

41M Redi-Rock 41" Middle R-Blocks (6 3/4" knobs) -

Limestone, zero batter R-41M 46 40.5 18 2310 36

41B Redi-Rock 41" Bottom R-Blocks (6 3/4" knobs) -

Limestone , zero batter R-41B 46 40.5 18 2440 4

41HM

Redi-Rock 41" Middle R-Blocks/Half (6 3/4" knobs) -

Limestone , zero batter R-41HM 23 40.5 18 1020 16

* knob size to be determined by supplier on the corner blocks.

Total Quantity: 132

AutoCAD SHX Text

BRIDGE ABUTMENTS PROFILE VIEW DOWNSTREAM

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NORTH BRIDGE ABUTMENT

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CORNER

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CORNER

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CORNER

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CORNER

AutoCAD SHX Text R-60M

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41HM

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SOUTH BRIDGE ABUTMENT

AutoCAD SHX Text 60M/60B Zero setback 6 3/4" Knob

AutoCAD SHX Text 41M/41B Zero setback 6 3/4" Knob

AutoCAD SHX Text 28T Zero setback 6 3/4" Knob

AutoCAD SHX Text 28HT Zero setback 6 3/4" Knob

AutoCAD SHX Text Corner (MIDDLE) Zero setback 6 3/4" knob

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* WORK WITH VENDOR TO ENSURE SHEAR-KNOB, BATTER, AND BLOCK COMPATIBILITY

AutoCAD SHX Text Block Course 1, 3

AutoCAD SHX Text Block Course 2, 4

AutoCAD SHX Text N and S ABUTMENTS

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AutoCAD SHX Text Course No. 4

AutoCAD SHX Text 60B:6 41B:2 Corner:2

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abutment blocks plot V5 20240703.pdf
Sheets and Views
Sheridan Crk Big R_cedit 20230620 - Copy-REDIROCK
Sheridan Crk Big R_cedit 20230620 - Copy-REDIROCK (2)

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